Improvment of FIS Kala Amb Kuhl UNDER SCCP in Tehsil Lad Bharol Distt. Mandi H.P SH Co Head Weir

Amount

Excavation in foundation and trenches in earth work,lifts up to 1.50 meters atacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacking soil in 15cm .layers, when required in to plinths sides of foundations etc, consolidating each deposted layer by ramming and watering and then deposing of all surplus excavated earth as directed with in a lead of 20 metres in all respect with in all leads and lifts as per the direction of Engineer-in-Charge.

Providing and laying cement concrete 1:4:8 (1cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of from work in foundation and plinth complete in all respect with in all leads and lifts and as per the entire satisfaction of Engineer-in Charge.

Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in:-

Foundation ,and plinth in all respect and as per the direction of Enginer-in-Charge

In walls any thikness but not less then 0.1m thikness attached pillasters, buttresses plinth and string courses etc from top of foundation level upto floor two level.

Providing tor steel reinforcement for R.C.C. work including bending,binding and placing in position complete upto floor two level in all respect complete with in all leads and lifts as per the direction of Engineer-in-Charge.

Providing form work of steel plate 3.15mm thick planking so as to give a rough finish including shuttering, centring, shuttering and propping hight of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in-situ reinforced concrete and plain concrete work in lintels, beams etc. including all leads and lifts in: and as per the entire satisfaction of Engineer-in Charge.

Vartical surface such as walls (any thickness) portion and the like including attached pillers,buteress plinth and staircases and the like.

Providing and laying cement concrete 1:5:10 (1cement :5 sand: 10 graded crushed stone aggregate 40mm nominal size) with 15% plum and curing complete excluding the cost of form work in retining wall/ Breast wall, the size of plum shall usually be 150mm to 300mm as per HPPWD specification in all leads and lifts as per the direction of Engineer-in-Charge.

YOG RAJ

SUNNY BHARDWAJ GOVT. CONTRACTOR

Lalit Pal

Rakesh Thakur